Answered: G H 67.5 kN 3.6 m tof D 112.5 kN E F…

G H 67.5 kN 3.6 m tof D 112.5 kN E F 3.6 m IA B C E 6 m +4.5 m- Use portal method to analyze the frame. Determine the moment in member AD in kN.m.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Determine the unknowns using Area Moment Method. Consider 150mm x200mm (BxH) section and E = 80Gpa…

A: As per bartleby guidelines, only 1st 3 parts among multiple parts questions posted need to be…

Q: STATICALLY INDETERMINATE SOLVE FOR REACTIONS EI is constant. 3 kip/ft 12' ∙B BEAM USING 3 MOMENT EQ.…

A: NOTE : Since you have asked for multiple methods, we will solve the first method for you. If you…

Q: Determine the slope at C of the beam, E = 200GPa, I = 56 × 10ºmmª

A: A simply supported beam is loaded as followsE=200Gpa ,

Q: The steel truss was subjected to horizontal force 2kN at C. Find the member forces of AC using the…

A: P = 2KN

Q: 4. Find the support reactions at A, B, C, and D. Assume E = 200GPa, and I = 1705 x10^6mm4. 32kN/m…

Q: On the given beam, find the following unknowns using the slope-deflection method. Assume that E is…

A: Given:Required:Fixed end moment for member BAMoment at support DInternal moment of member BCNote: As…

Q: Given beam (P = 24 kN) a) Find the internal forces at the midpoint of the BC length by cutting…

Q: USE MOMENT DISTRIBUTION METHOD. Given the indeterminate beam, find the moment at B in span BC, MBC,…

Q: Men 12

Q: 1-11. Solve Prob. 7-10 using the conjugate-beam method. A - 2 m 30 kN B 1 m C

A: Given:Required:Slope at B and maximum deflection

Q: Determine the slope of the beam shown in Figure (a) at polnt B If P-100 kN, L 2 m, E 200 GPa and I-…

A: Given data : Point load (P)=100 KNLength (L)=2 mE=200 GPaMomemt of inertia (I)=35×10-6 m4

Q: 4. Determine the member end moments and reactions for the three- span continuous beam shown due to…

A: Three span Continuous beam with uniformly loaded of intensity 32 kN/m Support settlement at B = 15…

Q: Determine the support reactions at A for the beam with built-in ends. Use the moment- area theorems…

Q: W = 5, P=40 3. Solve for the Slope at B and the support reactions of the beam shown below using 3ME…

A: w = 5 KN/m P = 40 KN Let's solve given question using Slope Deflection Method (SDM) As beam is…

Q: The Q-kg industrial door with mass center at G is being positioned for repair by insertion of the 5°…

Q: What is the fixed end moment FEMAB for the beam with a settlement of 25 mm at support C? 20 kN/m 60…

A: Given data in question UDL Span member length Settlement To find out Fixed end moment of AB

Q: 8:45 PM +51 969 383 276 Hoy, 7:38 p. m. 9-15. Determine the vertical displacement of joint C of the…

A: Note : provided data is used to find displacement at C. Virtual forces must not have any unit and…

Q: 17

Q: On the given beam, find the following unknowns use the SLOPE DEFLECTION METHOD. Assume that E is…

Q: F8-1. Determine the vertical displacement of joint B. AE is constant. Use the principle of virtual…

A: 8-1.At Joint B, At joint C,

Q: Using the method of areas or the method of sections, determine: -Support reactions (Rax, Ray) -Draw…

Q: 18

Q: 10–43. The shaft is made of A992 steel. It has a diameter of 25 mm and is supported by bearings at A…

Q: From the beam shown. Let P = 30 kN, Q = 2 kN/m, L =6m. PKN L/3 m QkN/m Lm Determine the following;…

Q: -/15 A beam is loaded and supported as shown. (a) Use the double-integration method to determine the…

Q: Properties of the Wide Flange Section: gy y = 61 mm d = 1,050 mm Igx = 14.734 x10° mm* Igy = 715.918…

A: The given built up section is symmetric about the centroidal axis. It is given that d = 1050 mm Igx…

Q: Using area method

A: w = 200KN/m Find --- shear value Point of inflection Moment value

Q: 25 6

A: Location of centroid:- Location of centroid is given as x¯=A1x1+A2x2+A3x3A1+A2+A3As area of columns…

Q: Support reactions (Rax, Ray, Rb) -Draw the internal shear force diagram -Draw the internal bending…

Q: Determine the force in G a E 400 N 3 m B D 4 m- 1200 N 4 m 8. member GE of the truss. a. 568 N C.…

Q: USE SLOPE DEFLECTION METHOD. From the indeterminate beam shown, find the fixed end moment at D,…

A: The moments developed in beams with both ends fixed is called Fixed End Moment.

Q: 100 N 200 N E A B 2 m 1.5 m 3 m 11.5m 1.5 m 150 N

Q: Determine the vertical displacement of point F on AB. 100 k

A: Given figure shows a rigid beam that rests on two posts. It is required to determine the vertical…

Q: 1- Determine the vertical displacement of joint B. Use the principle of virtual work. Ais roller…

A: A truss is given, we need to find out the vertical displacement of joint B

Q: Use P=450 kN Problem 3 For the given beam: F A 1 m 2 m 2 m Set P (kN) A (1,3,5,7,9) B (2,4,6,8,0)…

A: P =450KN

Q: A RA -IK/FT. JOFT. may B RB 5FT. 5K C

A: Given data : Determine the point of contra-Flexure from support A ?

Q: Q2) Determine the vertical displacement of Point Ca) of trus shown below,if A Caren) of cross-…

A: Forces in Members Due to Given Load at A : Support Reactions :∑H = 0 ⇒ HB = HD ............(1)∑V =…

Q: Solve for the angle at the hinge support and the deflection at point C. El= 20000KN-m2. Use…

A: Given, There is a simply supported beam given in the question.. The total length of the beam =…

Q: Use the portal method of analysis to analyse the frame. 1. Draw the moment diagram of FED. 2.…

Q: c) deflection at B and rotation of tangent at C (El is constant) 6 ft- 30 k B -4 ft- C 2 k/ft -10 ft…

Q: Determine the moments in the beam at B, C, D and E. 5 kN/m www MB = Mc = MD= ME = A 1.5m Uno B 1m…

A: Using Moment Distribution Method: Solution: Fixed end Moment: Span AB: MBA=wl230=5×1.5230=0.375 kNm…

Q: 2.) For the given beam ABCD, determine the following: a. The Shear and Moment Diagram of the beam…

Concept explainers

Plane and Space Trusses

In civil engineering, a truss is the most important structure that forms the most fundamental member of any building structure and commercial complexes. Trusses are composed of individual members or links that are interconnected by suitable joints, such as rivets, welds, or bolts, and nuts. In trusses, the interconnection leads to the formation of a series of triangles joined together such that all the triangular members behave as a single rigid body. In a simple truss, three members are connected to form a truss member. In trusses, the force always acts at the joints or the interconnection between the individual members.

Question

G
-67.5 kN
3.6 m
of
-D
112.5 kN
E
F
3.6 m
B
C
- 6 m
+4.5 m
Use portal method to analyze the frame.
Determine the moment in member AD in kN.m.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

C). If wheel D rotates with an angular velocity of op=6 rad/s, determine the angular velocity of the follower link BC at the instant shown. The link rotates about the z axis at z = 2 ft. 0.5 ft B 2 ft 1.5 ft 3 ft wp- 6 rad/s 0.25 ft D.
1. Compute the reactions and draw the shear and moment curves for the beam in the Figure. Assume constant EI. Use: c) Slope Deflection Method. AT 12 kip Honto B 6 ft + -12 ft-- 3 kip/ft
COMPLETE ANSWER AND SOLUTION PLEASE THANKYOU! 1.1
22:26 6m 4. Axially rigid beam AB has E = 200 GPa and I = 5×10 m, and the truss members BC has E = 200 GPa and A = 5x105 m². Use slope deflection method and determine the support reactions at A and the truss member force under the action of 10 KN force acting at B _||| B 4m с YH25 10 kN X
Determine the slope at B and the maximum displacement of the beamshown below. Usethe moment area theorems. Take E = 29(103) ksi, I = 500 in4
structural analysis theory of indeterminate beam. using Slope-Deflection Method 2) Using SDM, analyze the continuous beam below and draw the shear and moment diagrams. 4m 10 kN/m 10 kN/m 15KN/m 30 kN/m In 2 =0.8 I I3 = 0.8 I1 D A B 8m 8m 6m 2m Note: There are no SDE's for cantilever ends.
（a) Draw the shear and moment curves and sketch the deflected shape.
D 40 kN pin-jointed frame A E HE El EI VA 2EI 120 kN VE 4.0 m 4.0 m 4.0 m 4.0 m The El value of the cantilever ABC varies linearly from 2EI at the fixed support to El at B and is constant from B to C. Determine the value of the vertical deflection at F and at C given: El cantilever ABC = 1080 × 10° kNm², EA m frame members = 300 × 10’ kN 3.0 m
Calculate the force at member BC. C 1.5 in. 60° 8 ft A 2 kip/ft
P = 36 kips 9' B de 2) Assuming that no load acts, compute the reactions and draw the shear and moment curves for the beam in the figure above, if support A settles 0.5" and support C settles 0.75". Assume E = 29,000 ksi and I = 150 in. Label all critical points on the diagrams. Draw the deflected shape also. 6'
At-beam has a width of flange equal to 700mm and a thickness of 100mm. It has an effective depth of 450mm and the width of the web section is 350mm. It is reinforced at the bottom with a steel area of 2925sq.mm. fc'=17.24MPa, fy=413.7MPa. The ultimate moment capacity of the beam is_kN.mA. 424kN.mB. 444kN.mC. 404kN.mD. 464kN.m
Please use only Moment Distribution Method. Thank you!